Diatomite and Na-X zeolite as carriers for bacteria in self-healing cementitious mortars

被引:34
作者
Janek, Martyna [1 ]
Fronczyk, Joanna [2 ]
Pyzik, Adam [1 ]
Szel, Maciej [1 ]
Panek, Rafal [1 ]
Franus, Wojciech [1 ]
机构
[1] Lublin Univ Technol, Fac Civil Engn & Architecture, 40 Nadbystrzycka Str, PL-20618 Lublin, Poland
[2] Warsaw Univ Life Sci, Inst Civil Engn, SGGW, 166 Nowoursynowska Str, PL-02787 Warsaw, Poland
关键词
MICP; Self-healing; Cement mortar; Repair capacity; Strength parameters; MECHANICAL-PROPERTIES; ENCAPSULATED BACTERIA; DIATOMACEOUS-EARTH; EXPANDED PERLITE; CONCRETE; STRENGTH; CALCITE; PRECIPITATION; DURABILITY; BIOCHAR;
D O I
10.1016/j.conbuildmat.2022.128103
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The use of bacteria in the self-healing process of cementitious composites has been recently widely considered. In this study, diatomite and the Na-X zeolite were proposed as carrier materials impregnated by the Bacillus subtilis endospores. The effect of the impregnation method on a bacterial survival rate (BSR) and cement composites modification method on the strength parameters, was investigated. Additionally, the influence of modification and healing method on the flexural and compressive strength recovery and surface crack repair ratio, was assessed. Test results indicated higher BSR for a vacuum impregnated than immersed samples (up to 31% after 28 days of storage for the impregnated Na-X zeolite). The BSR in the self-healing mortar may be promoted by local pH reduction in the vicinity of carrier particles, especially diatomite (pH(PZC) = 4.6). Mortars containing medium dissolved in the mixing water showed an increase in the flexural and compressive strength (up to 10.4% and 18.0%, respectively). The addition of bacteria immobilized on the both carrier materials caused a decrease of strength properties (to 16.6%), while the series containing both bacteria and the medium attained the strength properties similar or better than the reference series and the series with carrier materials alone. Series containing bacteria immobilized on carrier material and with medium showed a self-healing ability, which was confirmed by the compressive strength recovery and surface repair ratio of 32.6% and 92.6%, respectively. The increased precipitation of CaCO3 was confirmed by the SEM and EDS analysis.
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页数:16
相关论文
共 76 条
[1]   Application of expanded perlite encapsulated bacteria and growth media for self-healing concrete [J].
Alazhari, Mohamed ;
Sharma, Trupti ;
Heath, Andrew ;
Cooper, Richard ;
Paine, Kevin .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 160 :610-619
[2]   Life cycle environmental and economic performance of biochar compared with activated carbon: A meta-analysis [J].
Alhashimi, Hashim A. ;
Aktas, Can B. .
RESOURCES CONSERVATION AND RECYCLING, 2017, 118 :13-26
[3]   Global CO2 emissions from cement production, 1928-2018 [J].
Andrew, Robbie M. .
EARTH SYSTEM SCIENCE DATA, 2019, 11 (04) :1675-1710
[4]  
[Anonymous], 2012, 19712012 PN EN 1
[5]  
[Anonymous], 2013, PN-B-19707:2013-10 Cement, Cement Specjalny. Sklad, wymagania i kryteria zgodnoci
[6]   Microbial calcite, a bio-based smart nanomaterial in concrete remediation [J].
Bang, S. S. ;
Lippert, J. J. ;
Yerra, U. ;
Mulukutla, S. ;
Ramakrishnan, V. .
INTERNATIONAL JOURNAL OF SMART AND NANO MATERIALS, 2010, 1 (01) :28-39
[7]  
Bang S.S., 2001, Proceedings of the International Symposium on Industrial Application of Microbial Genomes, Daegu, Korea, P3
[8]   Calcite precipitation induced by polyurethane-immobilized Bacillus pasteurii [J].
Bang, SS ;
Galinat, JK ;
Ramakrishnan, V .
ENZYME AND MICROBIAL TECHNOLOGY, 2001, 28 (4-5) :404-409
[9]   Synthesis of LTA zeolite for bacterial adhesion [J].
Belaabed, Raja ;
Elabed, Soumya ;
Addaou, Abdellah ;
Laajab, Ali ;
Rodriguez, Miguel A. ;
Lahsini, Ahmed .
BOLETIN DE LA SOCIEDAD ESPANOLA DE CERAMICA Y VIDRIO, 2016, 55 (04) :152-158
[10]   Effect of self-healing on strength and durability of zeolite-immobilized bacterial cementitious mortar composites [J].
Bhaskar, Sini ;
Hossain, Khandaker M. Anwar ;
Lachemi, Mohamed ;
Wolfaardt, Gideon ;
Kroukamp, Marthinus Otini .
CEMENT & CONCRETE COMPOSITES, 2017, 82 :23-33